EXPERIENCE WITH MATHEMATICAL MODELING IN PROGRAM PLAXIS: DESIGN AND ASSESSMENT OF RETAINING WALLS

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F12%3A86083800" target="_blank" >RIV/61989100:27120/12:86083800 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.5593/sgem2012/s02.v2012" target="_blank" >http://dx.doi.org/10.5593/sgem2012/s02.v2012</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.5593/sgem2012/s02.v2012" target="_blank" >10.5593/sgem2012/s02.v2012</a>

Jazyk výsledku

angličtina

Název v původním jazyce

EXPERIENCE WITH MATHEMATICAL MODELING IN PROGRAM PLAXIS: DESIGN AND ASSESSMENT OF RETAINING WALLS

Popis výsledku v původním jazyce

The construction of the highway D47 was needed to ensure connection to the existing road network in Ostrava. These reroutings due to the character of the area consist mainly soil embankment. In cases when it was not possible to implement the classical earth embankment, was used for retaining walls of reinforced soil (system Armovia?). This paper approaches the issue of geotechnical and geodetic monitoring of these structures. There were observed leveling points to the structure, pore pressures in the subsoil of embankment (piezometric measurements), settlement hydrostatic leveling. Interest object is tracked since 2004. Analysis of the behavior of the structure was supported by mathematical modeling with the Plaxis software. This was also obtained feedback on the suitability of the chosen measurement method and the efficient distribution of observed points on the structure.

Název v anglickém jazyce

EXPERIENCE WITH MATHEMATICAL MODELING IN PROGRAM PLAXIS: DESIGN AND ASSESSMENT OF RETAINING WALLS

Popis výsledku anglicky

The construction of the highway D47 was needed to ensure connection to the existing road network in Ostrava. These reroutings due to the character of the area consist mainly soil embankment. In cases when it was not possible to implement the classical earth embankment, was used for retaining walls of reinforced soil (system Armovia?). This paper approaches the issue of geotechnical and geodetic monitoring of these structures. There were observed leveling points to the structure, pore pressures in the subsoil of embankment (piezometric measurements), settlement hydrostatic leveling. Interest object is tracked since 2004. Analysis of the behavior of the structure was supported by mathematical modeling with the Plaxis software. This was also obtained feedback on the suitability of the chosen measurement method and the efficient distribution of observed points on the structure.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/1M0579" target="_blank" >1M0579: Centrum integrovaného navrhování progresivních stavebních konstrukcí</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2012

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

12th International Multidisciplinary Scientific GeoConference and EXPO, SGEM 2012. Volume 3

ISBN

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ISSN

1314-2704

e-ISSN

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Počet stran výsledku

8

Strana od-do

87-94

Název nakladatele

STEF92 Technology Ltd.

Místo vydání

Sofia

Místo konání akce

Albena

Datum konání akce

17. 6. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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